Physics for Engineers: cram pack

Formula sheets, the key method steps for every topic and 20 practice problems, with full solutions at the back.

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1Formulas and methods

Kinematics

Velocity
v = v0 + a·t
Displacement
s = v0·t + ½·a·t²
Without time
v² = v0² + 2·a·s
Units
1 m/s = 3.6 km/h

Method

  1. List what you know: v₀, v, a, t and s, with units.
  2. Pick the equation that contains your three knowns and the unknown.
  3. Choose one positive direction and give opposing quantities a minus sign.
  4. Solve and check that the answer is physically sensible.

Newton’s laws

Second law
ΣF = m·a
Weight
W = m·g
Kinetic friction
Ff = μ·N
On a slope
along: m·g·sin θ, normal: m·g·cos θ

Method

  1. Draw a free-body diagram with every force on the body.
  2. Choose a positive direction along the motion.
  3. Split forces into components along and perpendicular to the motion (on a slope: m·g·sin θ along, m·g·cos θ into the slope).
  4. Apply ΣF = m·a along the motion; friction is μ·N against the motion.

Projectile motion

Components
vx = v0cos θ, vy = v0sin θ
Position
x = vxt, y = h + vyt − ½gt²
Maximum height
H = h + vy²/(2g)
Range (level ground)
R = v0²·sin 2θ/g

Method

  1. Split the launch velocity into components: vx = v₀·cos θ and vy = v₀·sin θ.
  2. The horizontal motion has constant speed; the vertical motion has acceleration −g.
  3. Find the time of flight from the vertical motion.
  4. Use that time in the horizontal motion to find the range.

Work & energy

Kinetic energy
Ek = ½mv²
Potential energy
Ep = mgh
Energy balance
Ek1 + Ep1 + W = Ek2 + Ep2 + losses
Work of friction
W = μ·N·d
Power
P = W/t

Momentum & collisions

Momentum
p = m·v
Conservation
Σm·v (before) = Σm·v (after)
Perfectly inelastic
v′ = (m1v1 + m2v2)/(m1 + m2)
Impulse
J = F·Δt = m·Δv

Method

  1. Choose a positive direction and give each velocity its sign.
  2. Write the total momentum before: Σm·v.
  3. For a perfectly inelastic collision the bodies move together after; for an elastic one kinetic energy is also conserved.
  4. Set momentum before equal to momentum after and solve.

Hydrostatic force

Pressure at depth
p = ρgh
Force on a vertical wall
F = ρg·hc·A
Centre of pressure
yp = yc + Ic/(ycA)
Rectangle
Ic = bH³/12

Continuity & Bernoulli

Continuity
A1v1 = A2v2
Bernoulli
p1 + ½ρv1² + ρgz1 = p2 + ½ρv2² + ρgz2
Flow rate
Q = A·v
Circle area
A = πd²/4

Ideal gas law

Ideal gas law
pV = nRT
Gas constant
R = 8.314 J/(mol·K)
Combined gas law
p1V1/T1 = p2V2/T2
Moles
n = m/M
Temperature
T[K] = T[°C] + 273.15

Heat engines & refrigerators

Efficiency
η = W/QH = 1 − QC/QH
Carnot efficiency
ηC = 1 − TC/TH (kelvin)
Refrigerator COP
COPR = QC/W
Heat pump COP
COPHP = QH/W = COPR + 1
Energy balance
QH = W + QC

Waves, sound & optics

Wave speed
v = fλ, T = 1/f
String
v = √(T/μ), μ = m/L
Sound level
β = 10·log10(I/I0), I0 = 10⁻¹² W/m²
Point source
I = P/(4πr²)
Standing waves
string or open pipe fn = n·v/(2L); closed pipe fn = n·v/(4L), n odd
Doppler effect
f′ = f·(v ± vo)/(v ∓ vs)
Refractive index
n = c/v, λ = λ0/n
Snell’s law
n1sin θ1 = n2sin θ2
Critical angle
sin θc = n2/n1
Optical fibre
NA = sin θa = √(n1² − n2²)
Lenses and mirrors
1/f = 1/do + 1/di, m = −di/do, mirror f = R/2
Double slit
d·sin θ = mλ, ym = mλL/d
Grating
d = 1/N, d·sin θ = mλ, mmax ≤ d/λ
Single slit
a·sin θ = mλ (dark), w = 2λL/a

Method

  1. Identify the kind of problem: wave speed, sound level, standing wave, Doppler, refraction, lens or mirror, or interference.
  2. Write the relation first: v = fλ, β = 10·log(I/I₀), fₙ = n·v/(2L) or n·v/(4L), f′ = f(v ± vo)/(v ∓ vs), n₁sin θ₁ = n₂sin θ₂, 1/f = 1/d₀ + 1/dᵢ, d·sin θ = mλ.
  3. Convert units: nm, mm and cm to m, and check whether angles are measured from the normal.
  4. Check signs and plausibility: a virtual image has dᵢ < 0, an approaching source sounds higher, a closed pipe has only odd harmonics.

2Practice problems

1.KinematicsMedium
policea = 6 m/s²car33 m/s

A car speeding at a constant 33 m/s passes a police car standing still. At that moment the police car starts and accelerates uniformly at 6 m/s². How far from its starting point does the police car catch up? Find d.

vcar = 33 m/sapolice = 6 m/s²v0,police = 0
d = m
2.KinematicsHard
AB: 23 m/s25 m

Ball A is dropped from rest from a height of 25 m. At the same instant ball B is thrown straight up from the ground directly below at 23 m/s. Ignore air resistance and use g = 9.81 m/s². When do the balls meet? Find t.

H = 25 mv0B = 23 m/sg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
40 kg15°F = 180 Nμ = 0.1

A 40 kg sled is pulled across level snow by a rope at 15° above the horizontal with a force of 180 N. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the sled.

m = 40 kgF = 180 Nθ = 15°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 8.5 kg9 kgθ = 35°

An 8.5 kg block on a ramp at 35° is connected by a light string over a frictionless pulley at the top of the ramp to a hanging 9 kg mass. The hanging mass moves down. The coefficient of kinetic friction between block and ramp is 0.1. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 8.5 kgm2 = 9 kgθ = 35°μ = 0.1g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = ?55°R = 55 m

A ball is launched from level ground at 55° above the horizontal and lands 55 m away. Ignore air resistance and use g = 9.81 m/s². Find the launch speed v0.

θ = 55°R = 55 mg = 9.81 m/s²
v0 = m/s
6.Projectile motionHard
h = 10 mv0​ = 33 m/s60°α = ?

A ball is launched at 33 m/s and 60° above the horizontal from the top of a 10 m cliff. Ignore air resistance and use g = 9.81 m/s². At what angle α below the horizontal does it hit the ground?

v₀ = 33 m/sθ = 60°h = 10 mg = 9.81 m/s²
α = °
7.Work & energyMedium
25°d = 20 mμ = 0.3

A 2.5 kg block slides 20 m down a slope at 25° to the horizontal, with a coefficient of kinetic friction of 0.3. Find the work Wf done against friction.

m = 2.5 kgθ = 25°μ = 0.3d = 20 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
F = 40 N20°μ = 0.255 kg

A 5 kg block starts from rest at the bottom of a 20° slope and is pulled up the slope by a constant force of 40 N parallel to the slope. The coefficient of kinetic friction is 0.25. Find the speed v of the block after it has moved 2 m up the slope.

m = 5 kgF = 40 Nθ = 20°μ = 0.25d = 2 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
1400 kg13 m/s800 kg

A 1400 kg car moving at 13 m/s runs into a stationary 800 kg car and the two lock together. What percentage ΔK/K of the original kinetic energy is lost?

m1 = 1400 kgv1 = 13 m/sm2 = 800 kgv2 = 0
ΔK/K = %
10.Momentum & collisionsHard
800 kg17 m/s1600 kg17 m/sθ = ?

At a crossing an 800 kg car travelling east at 17 m/s collides with a 1600 kg car travelling north at 17 m/s. The cars lock together. Find the direction θ of the wreck just after the collision, measured north of east.

m1 = 800 kgv1 = 17 m/s (E)m2 = 1600 kgv2 = 17 m/s (N)
θ = °
11.Hydrostatic forceMedium
gated = 2.5 mH = 1 m

A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 2.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2.5 mH = 1 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 0.5 mH = 1.5 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of glycerin, with its top edge 0.5 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 0.5 mH = 1.5 mb = 2 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = 120 kPad2​ = 75 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 100 mm to 75 mm. In the wide section the pressure is 120 kPa and the velocity is 1 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 100 mmd2 = 75 mmp1 = 120 kPav1 = 1 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 240 kPad2​ = 50 mm, p2​ = ?Δz = 10 m

Water flows up through a pipe that narrows from 75 mm to 50 mm while rising 10 m. At section 1 the pressure is 240 kPa and the velocity is 2.5 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 50 mmp1 = 240 kPav1 = 2.5 m/sΔz = 10 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
430 g of CO₂P = 250 kPaT = 35 °CV = ?

What volume V does 430 g of CO₂ occupy at 250 kPa and 35 °C? Treat it as an ideal gas.

m = 430 gM = 44.01 g/molP = 250 kPaT = 35 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
CO₂, M = 44.01 g/molP = 350 kPaT = 190 °Cρ = ?

Find the density ρ of CO₂ at 350 kPa and 190 °C, treating it as an ideal gas.

M = 44.01 g/molP = 350 kPaT = 190 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 350 °CTL​ = 30 °CEQH​ = 3100 kJQL​W = ?

A heat engine works between a hot reservoir at 350 °C and a cold reservoir at 30 °C. It takes in 3100 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 350 °CTL = 30 °CQH = 3100 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
TH​ = 600 °CTL​ = 25 °CEQH​ = 1200 kJQL​ = 804 kJW = 396 kJ

A heat engine takes in 1200 kJ of heat from a reservoir at 600 °C, produces 396 kJ of work and rejects the rest to a reservoir at 25 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 600 °CTL = 25 °CQH = 1200 kJW = 396 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
L = ?n = 3

A pipe closed at one end must have its harmonic number 3 at 643 Hz. The speed of sound is 343 m/s. Find the length L of the pipe.

v = 343 m/sn = 3f3 = 643 Hz
L = m
20.Waves, sound & opticsHard
λ = 589 nmθ2​ = ?

Light of wavelength 589 nm falls at right angles on a grating with 200 lines per millimetre. Find the angle θ2 of the order-2 maximum.

N = 200 mm⁻¹λ = 589 nmm = 2
θ2 = °

3Solutions

1.Kinematics

Answer: d = 363 m

Motion with constant acceleration: v = v₀ + a·t, s = v₀·t + ½·a·t² and v² = v₀² + 2·a·s. Pick the equation that contains the three things you know and the one you want, and keep the signs consistent with one positive direction.

Equal distances

v·t = ½·a·t² → t = 2v/a = 2·33/6 = 11 s

Distance

d = v·t = 33·11 = 363 m

Answer

d = 363 m

At that moment the police car moves at 2v = 66 m/s.

2.Kinematics

Answer: t = 1.087 s

Motion with constant acceleration: v = v₀ + a·t, s = v₀·t + ½·a·t² and v² = v₀² + 2·a·s. Pick the equation that contains the three things you know and the one you want, and keep the signs consistent with one positive direction.

Meeting time

Up is positive, the ground is y = 0.

25 − ½g·t² = 23·t − ½g·t² → t = 25/23 = 1.087 s

Answer

t = 1.087 s
3.Newton’s laws

Answer: a = 3.482 m/s²

Newton’s second law: the net force on a body equals its mass times its acceleration, ΣF = m·a. Draw a free-body diagram, choose a positive direction along the motion, and add every force in that direction: applied forces, friction μ·N against the motion, and the components of gravity.

Normal force

N = m·g − F·sin θ = 392.4 − 180·sin 15° = 345.8 N

Horizontal forces

m·a = F·cos θ − μ·N = 173.9 − 34.58
a = 139.3/40 = 3.482 m/s²

Answer

a = 3.482 m/s²
4.Newton’s laws

Answer: a = 1.922 m/s²

Newton’s second law: the net force on a body equals its mass times its acceleration, ΣF = m·a. Draw a free-body diagram, choose a positive direction along the motion, and add every force in that direction: applied forces, friction μ·N against the motion, and the components of gravity.

Forces along the string

m₂·g = 88.29 N
m₁·g·sin θ = 47.83 N
μ·m₁·g·cos θ = 6.83 N

Acceleration of the system

a = (88.29 − 47.83 − 6.83)/17.5 = 1.922 m/s²

Answer

a = 1.922 m/s²
5.Projectile motion

Answer: v0 = 23.96 m/s

Projectile motion: with no air resistance, x = vxt and y = h + vyt − ½gt². The two directions are independent except that they share the same time.

Solve the range formula for v₀

v₀ = √(g·R/sin 2θ) = √(9.81·55/sin 110°) = 23.96 m/s

Answer

v0 = 23.96 m/s
6.Projectile motion

Answer: α = 62.6 °

Projectile motion: with no air resistance, x = vxt and y = h + vyt − ½gt². The two directions are independent except that they share the same time.

Split the launch velocity

vx = 33·cos 60° = 16.5 m/s
vy0 = 33·sin 60° = 28.58 m/s

Vertical speed at impact

Energy or v² = v₀² + 2as in the vertical direction.

vy = √(28.58² + 2·9.81·10) = 31.83 m/s

Impact angle

tan α = vy/vx = 31.83/16.5 → α = 62.6°

Answer

α = 62.6°
7.Work & energy

Answer: Wf = 133.4 J

Work–energy principle: the change in kinetic energy equals the work done by all forces. Writing gravity and springs as potential energy (mgh and ½kx²) turns this into a balance: initial energy = final energy + energy lost to friction (μN·d).

Friction force

N = mg·cos θ = 24.53·0.9063 = 22.23 N
F = μN = 0.3·22.23 = 6.668 N

Work against friction

Wf = F·d = 6.668·20 = 133.4 J

Answer

Wf = 133.4 J
8.Work & energy

Answer: v = 3.06 m/s

Work–energy principle: the change in kinetic energy equals the work done by all forces. Writing gravity and springs as potential energy (mgh and ½kx²) turns this into a balance: initial energy = final energy + energy lost to friction (μN·d).

Forces along the slope

m·g = 5·9.81 = 49.05 N
mg·sin θ = 16.78 N
μ·mg·cos θ = 11.52 N

Work–energy

½mv² = (40 − 28.3)·2 = 23.4 J
v = √(2·23.4/5) = 3.06 m/s

Answer

v = 3.06 m/s
9.Momentum & collisions

Answer: ΔK/K = 36.36 %

Conservation of momentum: when no external force acts during a collision, the total momentum Σm·v before equals the total after. Velocities have a direction, so pick a positive direction and give velocities the other way a minus sign. In an elastic collision kinetic energy is conserved too; in a perfectly inelastic one the bodies stick together.

Common velocity

v′ = m1·v1/(m1 + m2) = 1400·13/2200 = 8.273 m/s

Kinetic energy before and after

Kbefore = ½·1400·13² = 118300 J
Kafter = ½·2200·8.273² = 75282 J

Fraction lost

ΔK/K = 43018/118300 = 36.36 %

Answer

ΔK/K = 36.36 %

The lost energy goes into deformation, heat and sound.

10.Momentum & collisions

Answer: θ = 63.43 °

Conservation of momentum: when no external force acts during a collision, the total momentum Σm·v before equals the total after. Velocities have a direction, so pick a positive direction and give velocities the other way a minus sign. In an elastic collision kinetic energy is conserved too; in a perfectly inelastic one the bodies stick together.

Momentum components

px = 800·17 = 13600 kg·m/s
py = 1600·17 = 27200 kg·m/s

Direction

tan θ = py/px = 2 → θ = 63.43°

Answer

θ = 63.43°
11.Hydrostatic force

Answer: F = 44.15 kN

Hydrostatic force on a plane surface: F = ρ·g·yc·A. It acts at the centre of pressure, ycp = yc + Ic/(ycA), which always lies below the centroid.

Centroid depth and area

yc = d + H/2 = 2.5 + 1/2 = 3 m
A = H·b = 1·1.5 = 1.5 m²
gated = 2.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3·1.5 = 44.15 kN

Answer

F = 44.15 kN
12.Hydrostatic force

Answer: ycp = 1.4 m

Hydrostatic force on a plane surface: F = ρ·g·yc·A. It acts at the centre of pressure, ycp = yc + Ic/(ycA), which always lies below the centroid.

Centroid depth and area

yc = d + H/2 = 0.5 + 1.5/2 = 1.25 m
A = H·b = 1.5·2 = 3 m²
gated = 0.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·1.25·3 = 46.35 kN

Centre of pressure

Pressure grows with depth, so the resultant acts below the centroid.

Ic = b·H³/12 = 2·1.5³/12 = 0.5625 m⁴
ycp = yc + Ic/(yc·A) = 1.25 + 0.5625/(1.25·3) = 1.4 m

Answer

ycp = 1.4 m
13.Continuity & Bernoulli

Answer: p2 = 118.9 kPa

Continuity and Bernoulli: for an incompressible fluid the flow rate is the same at every section, Q = A₁v₁ = A₂v₂. Along a streamline without losses, p + ½ρv² + ρgz is constant, so where the fluid is faster or higher its pressure is lower.

Continuity and Bernoulli

Work in Pa, then divide by 1000 to get kPa.

v2 = v1·(d1/d2)² = 1·(100/75)² = 1.778 m/s
½ρ(v1² − v2²) = ½·1000·(1² − 1.778²)/1000 = −1.08 kPa
p2 = p1 + ½ρ(v1² − v2²) = 120 + (−1.08) = 118.9 kPa

Answer

p2 = 118.9 kPa
14.Continuity & Bernoulli

Answer: p2 = 129.2 kPa

Continuity and Bernoulli: for an incompressible fluid the flow rate is the same at every section, Q = A₁v₁ = A₂v₂. Along a streamline without losses, p + ½ρv² + ρgz is constant, so where the fluid is faster or higher its pressure is lower.

Continuity and Bernoulli

Work in Pa, then divide by 1000 to get kPa.

v2 = v1·(d1/d2)² = 2.5·(75/50)² = 5.625 m/s
½ρ(v1² − v2²) = ½·1000·(2.5² − 5.625²)/1000 = −12.7 kPa
ρgΔz = 1000·9.81·10/1000 = 98.1 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 240 + (−12.7) − 98.1 = 129.2 kPa

Answer

p2 = 129.2 kPa
15.Ideal gas law

Answer: V = 100.1 L

Ideal gas law: PV = nRT, with n = m/M.

Moles

n = 430/44.01 = 9.771 mol
T = 35 + 273.15 = 308.1 K

Volume

V = nRT/P = 9.771·8.314·308.1/250 = 100.1 L

Answer

V = 100.1 L
16.Ideal gas law

Answer: ρ = 4 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 190 + 273.15 = 463.1 K

Density

ρ = 350·44.01/(8.314·463.1) = 4 kg/m³

Answer

ρ = 4 kg/m³
17.Heat engines & refrigerators

Answer: Wmax = 1592 kJ

Second-law limits: no cycle working between reservoirs at absolute temperatures TH and TL can beat the reversible (Carnot) cycle: ηmax = 1 − TL/TH, COPR,max = TL/(TH − TL) and COPHP,max = TH/(TH − TL). Energy is always conserved: QH = W + QL.

Absolute temperatures

TH = 350 + 273.15 = 623.1 K
TL = 30 + 273.15 = 303.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 303.1/623.1 = 51.35 %

Maximum work

Wmax = ηmax·QH = 0.5135·3100 = 1592 kJ

Answer

Wmax = 1592 kJ
18.Heat engines & refrigerators

Answer: Sgen = 1.322 kJ/K

Entropy generation: over a full cycle the working fluid has no net entropy change. The hot reservoir loses QH/TH and the cold reservoir gains QL/TL. Their sum is the entropy generated, which is zero for a reversible cycle and positive for every real one.

Heat rejected

QL = QH − W = 1200 − 396 = 804 kJ

Absolute temperatures

TH = 600 + 273.15 = 873.1 K
TL = 25 + 273.15 = 298.1 K

Entropy changes of the reservoirs

ΔSH = −1200/873.1 = −1.374 kJ/K
ΔSL = 804/298.1 = 2.697 kJ/K
Sgen = 2.697 − 1.374 = 1.322 kJ/K

Answer

Sgen = 1.322 kJ/K

Sgen > 0, so the engine is possible but irreversible.

19.Waves, sound & optics

Answer: L = 0.4001 m

Standing waves and the Doppler effect: a string fixed at both ends, or a pipe open at both ends, fits whole half-wavelengths: L = nλ/2, fn = n·v/(2L), n = 1, 2, 3, … A pipe closed at one end has a node at the closed end and an antinode at the open end: L = nλ/4 with odd n only, fn = n·v/(4L). When source or observer move along the line between them, f′ = f·(v ± vo)/(v ∓ vs): use the upper signs for motion towards each other. Two waves of nearly equal frequency beat at |f₁ − f₂|.

Wavelength

λ = v/f = 343/643 = 0.5334 m

Length

L = nλ/4 = 3·0.5334/4 = 0.4001 m

Answer

L = 0.4001 m
20.Waves, sound & optics

Answer: θ2 = 13.63 °

Interference and diffraction: light from two slits a distance d apart reaches a point on the screen with a path difference d·sin θ. Bright fringes appear where d·sin θ = mλ (m = 0, ±1, ±2, …). For a screen at distance L ≫ d, the m-th bright fringe is at y = mλL/d and the fringe spacing is Δy = λL/d. A grating with N lines per millimetre has d = 1/N and sharp maxima at d·sin θ = mλ; since sin θ ≤ 1, the highest order is the largest whole number m ≤ d/λ. A single slit of width a has dark fringes at a·sin θ = mλ, m = ±1, ±2, …

Line spacing

d = 1/200 mm = 5 × 10⁻⁶ m

Grating equation

sin θ = mλ/d = 2·589 × 10⁻⁹/(5 × 10⁻⁶) = 0.2356
θ = 13.63°

Answer

θ2 = 13.63°

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